A solution to estimate the total and effective stresses in backfilled stopes with an impervious base during the filling operation of cohesionless backfill-Reference-Cited by-同舟云学术

A solution to estimate the total and effective stresses in backfilled stopes with an impervious base during the filling operation of cohesionless backfill

Published:2020-04-27 Issue:11 Volume:44 Page:1570-1586
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int J Numer Anal Methods Geomech

Author:

Zheng Jian¹²^ORCID,Li Li¹²,Li Yu‐Chao³

Affiliation:

1. Research Institute on Mines and the Environment (RIME UQAT‐Polytechnique) Canada

2. Department of Civil, Geological and Mining EngineeringÉcole Polytechnique de Montréal C.P. 6079, succursale Centre‐Ville Montréal QC H3C 3A7 Canada

3. MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Department of Civil EngineeringZhejiang University Hangzhou 310058 China

Funder

Mitacs

Natural Sciences and Engineering Research Council of Canada

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/nag.3079

Reference53 articles.

1. Backfill—whatever it takes;Kump D;Miner Eng,2001

2. REVIEW OF CURRENT HIGH DENSITY PASTE FILL AND ITS TECHNOLOGY

3. Modeling of self-desiccation in a cemented backfill structure

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